CN101117837A - Web frame for concrete organization - Google Patents
Web frame for concrete organization Download PDFInfo
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- CN101117837A CN101117837A CNA2006100697957A CN200610069795A CN101117837A CN 101117837 A CN101117837 A CN 101117837A CN A2006100697957 A CNA2006100697957 A CN A2006100697957A CN 200610069795 A CN200610069795 A CN 200610069795A CN 101117837 A CN101117837 A CN 101117837A
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Abstract
The present invention relates to a reinforced frame for concrete structure, and belongs to the construction engineering technology. The present invention is characterized in that a steel tube is arranged and small holes are provided on the tube wall of the steel tube. During the process of pouring concrete column, the concrete is combined with the concrete column via small holes on the tube wall to form an integrated body, therefore, the structure has the functions of high pressure resistance, high shearing resistance, and high torque and vibration resistance, and the present invention has the advantages of simple structure, acceleration of construction progress, saving raw materials and labor forces, being not affected by climate and temperature, being fireproof, being aging and corrosion resistant, and extending service life.
Description
Technical field
The present invention relates to the concrete structure in the construction engineering technical field, especially a kind of web frame that is used for concrete structure.
Background technology
We know that reinforced concrete structure and encased structures are adopted by people for these years always in engineerings such as building, bridge.Reinforced concrete structure uses longitudinal reinforcement, and colligation becomes reinforcing cage (net) to be used as the skeleton of concrete structure with transverse reinforcement, this concrete structure provides functions such as good renitency (pulling force), shearing, torsion, yet this structure is wanted three process at least: one will shear, moment reinforcement; Two will become reinforcing cage (net) with shearing or crooked good reinforcing bar binding; Three will be with reinforcing cage (net) transportation and the installation that ties up.This three process all needs a large amount of artificial and time.Encased structures be with steel pipe as the skeleton in the concrete structure, when fluid concrete, also can be used as template, this has just saved a large amount of artificial, templates and time.Because of concrete is to be cast in the steel pipe, steel pipe has effect of contraction to concrete, can improve concrete bearing strength, and the concrete in the steel pipe has supporting role to steel pipe walls simultaneously, and is also helpful to the bearing strength that improves steel pipe.But encased structures has two big weakness: the one, and because of the steel pipe in this structure is to be exposed to concrete outside, steel pipe needs antirust and fire prevention is safeguarded; The 2nd, the concrete column of this structure is when being subjected to weather, Temperature Influence, steel pipe is different with concrete coefficient of thermal expansion and contraction, through after the cold and hot conversion repeatedly of certain number of times, the slit will appear between steel pipe and the concrete, at this moment the two just is difficult to the co-operation renitency, and this has caused very big hidden danger with regard to the quality of giving engineering.
Summary of the invention
In order to overcome the deficiency of above-mentioned technology, the invention provides a kind of function that pressure-bearing (drawing) force intensity is big, resist shearing, torsion and antidetonation that not only has, and it is simple in structure, can accelerate speed of application, save material, save the labour, be not subjected to the weather Temperature Influence, fire prevention, ageing-resistant, anticorrosive, the web frame that is used for concrete structure that prolongs its application life.
The technical solution adopted for the present invention to solve the technical problems is: be provided with steel pipe, be placed with aperture on the tube wall of steel pipe.
The present invention can also realize by following measure: the cross sectional shape of steel pipe can be circle, ellipse or polygon.Hole shape on the steel pipe walls can be circle, ellipse or polygon.Steel pipe can be straight tube or bend pipe.
The invention has the beneficial effects as follows, owing to be placed with aperture on the tube wall of steel pipe, in being cast in the process of concrete column, concrete is closely linked steel pipe and concrete column by the aperture on the tube wall, form inseparable one, therefore this structure is compared with reinforced concrete structure and encased structures and is had the following advantages:
1, longitudinal reinforcement in the reinforced concrete structure and transverse reinforcement are stressed respectively, the easy unstability of longitudinal reinforcement under the big situation of pressure, and direction in length and breadth of the present invention is an one, stressed jointly, therefore, can prevent the unstability of steel frame, and then steel pipe with holes more can improve the bearing strength of concrete structure on the wall.
2, reinforced concrete post uses longitudinal reinforcement colligation becomes loaded down with trivial details the wasting time and energy of reinforcing cage (net) operation with transverse reinforcement, but and the present invention's produce in factory, therefore construction is simple, has the function that speed of application is fast, save material, save the labour.
3, the steel pipe in the encased structures is to be exposed to concrete outside, and steel pipe needs antirust and fire prevention is safeguarded, and the present invention is cast in the concrete, therefore has fire prevention, ageing-resistant, anticorrosive, the function that prolongs its application life.
4, encased structures is being subjected to weather, during Temperature Influence, steel pipe is different with concrete coefficient of thermal expansion and contraction, through after the cold and hot conversion repeatedly of certain number of times, the slit will appear between steel pipe and the concrete, bring very big hidden danger to engineering, and the present invention is in being cast in the process of concrete column, concrete is closely linked steel pipe and concrete column by the aperture on the tube wall, no matter weather, how temperature changes, concrete column forms inseparable one all the time with the present invention, the two bears external force simultaneously, therefore be not subjected to weather, Temperature Influence, it is big to have bearing capacity, the opposing shearing, the function of torsion and antidetonation, this structure provide safety assurance for the quality of engineering.
Description of drawings
The present invention is further described below in conjunction with drawings and Examples.
Fig. 1 is a structural representation of the present invention.
1. concrete columns among the figure, 2. steel pipe, 3. aperture.
The specific embodiment
In Fig. 1, the present invention is provided with steel pipe 2, be placed with aperture 3 on the tube wall of steel pipe 2, the steel pipe 2 that is placed with aperture 3 on the tube wall is in the process that is cast in concrete column 1, concrete is closely linked steel pipe 2 and concrete column 1 by the aperture on the tube wall 3, form inseparable one, the steel pipe 2 that is placed with aperture 3 on the tube wall has played the effect of web frame therein, be placed with the bigger horizontal and vertical pressure of steel pipe 2 while bearing strengths of aperture 3 on concrete column 1 and the tube wall, therefore, not only to have pressure-bearing (drawing) intensity big for this structure, the opposing shearing, the function of torsion and antidetonation, and simple in structure, can accelerate speed of application, save material, save the labour, be not subjected to the weather Temperature Influence, fire prevention, ageing-resistant, anticorrosive, prolong its application life.
Add man-hour, the cross sectional shape of steel pipe 2 is unrestricted can be processed into circle, ellipse, polygon or to be processed into other multiple shape as required, and the sectional dimension of steel pipe 2 and pipe thickness can come to determine as required.Aperture 3 shapes on steel pipe 2 tube walls can be processed into circle, ellipse, polygon or be processed into other multiple shape as required.Aperture 3 spread patterns on steel pipe 2 tube walls can be processed into directly to, oblique or be processed into other multiple spread pattern as required.The size of the aperture 3 on steel pipe 2 tube walls and quantity can come to determine as required.Steel pipe 2 can or be used bend pipe with straight tube.
Laterally reach longitudinal reinforcement an amount of the adding cast the time also can be placed with the steel pipe 2 of aperture 3 as required on tube wall in, to satisfy the instructions for use of building and Longspan Bridge, makes bearing capacity of the present invention higher, and anti-seismic performance is stronger.
In building operations, connection between this encased structures beam of the present invention, the post, and the connection between the primary and secondary beam all can connect as steel work, can adopt welding, bolt and rivet to be connected, and can pass the aperture 3 on steel pipe 2 tube walls and make in the concrete structure steel pipe continuously and concrete continuous, thereby guarantee the continuity of concrete structure.
Claims (4)
1. a web frame that is used for concrete structure is provided with steel pipe, it is characterized in that: be placed with aperture on the tube wall of steel pipe.
2. the web frame that is used for concrete structure according to claim 1 is characterized in that: said steel tube section shape can be circle, ellipse or polygon.
3. the web frame that is used for concrete structure according to claim 1 is characterized in that: the hole shape on the said steel pipe tube wall can be circle, ellipse or polygon.
4. the web frame that is used for concrete structure according to claim 1 is characterized in that: said steel pipe can be straight tube or bend pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2006100697957A CN101117837A (en) | 2006-08-04 | 2006-08-04 | Web frame for concrete organization |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2006100697957A CN101117837A (en) | 2006-08-04 | 2006-08-04 | Web frame for concrete organization |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101117837A true CN101117837A (en) | 2008-02-06 |
Family
ID=39054086
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA2006100697957A Pending CN101117837A (en) | 2006-08-04 | 2006-08-04 | Web frame for concrete organization |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101117837A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101806094A (en) * | 2010-03-23 | 2010-08-18 | 冒亚龙 | New reinforced concrete skeleton tube model technical scheme |
| CN104718332A (en) * | 2012-09-05 | 2015-06-17 | 韩国建设技术研究院 | Reinforcing material for preventing punching shear, and construction method using same for areas where pillars join with slabs and spread foundations |
| CN107268790A (en) * | 2016-04-09 | 2017-10-20 | 河南城建学院 | Webmaster concrete and preparation method thereof |
| CN107435416A (en) * | 2017-06-09 | 2017-12-05 | 北京工业大学 | A kind of hexagonal cells tubular coagulations soil reinforced structure |
| CN107938946A (en) * | 2017-12-19 | 2018-04-20 | 安徽淼森建筑设计有限公司 | A kind of reinforcing bar of high bearing capacity |
-
2006
- 2006-08-04 CN CNA2006100697957A patent/CN101117837A/en active Pending
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101806094A (en) * | 2010-03-23 | 2010-08-18 | 冒亚龙 | New reinforced concrete skeleton tube model technical scheme |
| CN104718332A (en) * | 2012-09-05 | 2015-06-17 | 韩国建设技术研究院 | Reinforcing material for preventing punching shear, and construction method using same for areas where pillars join with slabs and spread foundations |
| CN104718332B (en) * | 2012-09-05 | 2017-03-08 | 韩国建设技术研究院 | Punching Shear is with strengthening component and construction method |
| CN107268790A (en) * | 2016-04-09 | 2017-10-20 | 河南城建学院 | Webmaster concrete and preparation method thereof |
| CN107435416A (en) * | 2017-06-09 | 2017-12-05 | 北京工业大学 | A kind of hexagonal cells tubular coagulations soil reinforced structure |
| CN107938946A (en) * | 2017-12-19 | 2018-04-20 | 安徽淼森建筑设计有限公司 | A kind of reinforcing bar of high bearing capacity |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20080206 |